| Date |
Text |
| 2004-02-06 00:00:00 | BUILDING PLAN REVIEW |
| | PLAN REVIEW- ***(4)UNIT BUILDING*** |
| | PERMIT: 04010005 |
| | ADD: 1100 N CONGRESS |
| | CONT:WCI COMMUNITIES |
| | CONTACT PERSON: DOUG BERK |
| | TEL: (561)262-3684 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ARCH:WCI ARCHITECTURE & LAND PLANNING IN |
| | CONTACT: PETER SYNOYANNIS |
| | (954) 575-4200 |
| | |
| | |
| | 1ST REVIEW |
| | |
| | NOTE: THIS REVIEW AFTER SPEAKING WITH |
| | PETER SYNOYANNIS WILL BE DONE AS A R-2, |
| | APARTMENT OR CONDOMINIMUMS. |
| | IF THESE UNITS ARE TO BE SOLD AS |
| | CONDOMINIMUMS THE CITY WILL NEED A |
| | FILED COPY OF THE DECLARATION OF |
| | CONDOMINIMUM BEFORE A CERTIFICATE OF |
| | COMPLETION SHALL BE ISSUED. |
| | |
| | NOTE: IF THESE UNITS ARE REPLATTED INTO |
| | TRUE TOWNHOUSE UNITS, THERE ARE MANY |
| | VIOLATION THAT WOULD REQUIRE REDESIGN |
| | BEFORE A CERTIFICATE OF OCCUPANCY WOULD |
| | BE ALLOWED TO BE ISSUED! |
| | |
| | 1) 105.3 CITY ADMINISTRATIVE CODE, |
| | RESIDENT INSPECTOR TO BE REQUIRED. |
| | CONTACT HAROLD PISKURA @ 805-6711 FOR |
| | MORE INFORMATION AS TO REQUIREMENTS FOR |
| | SEPERATION OF C.O.-ED BUILDINGS & |
| | CONSTRUCTION, REQUIRED STRUCTURAL |
| | INSPECTIONS AND PHASING. |
| | |
| | 2)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | A SITE PLAN INDICATING ALL SITE |
| | AMENITIES WITH DIMENSIONS BETWEEN |
| | BUILDINGS TO BE ABLE TO CALCULATE THE |
| | ASSUMED PROPERTY LINE BETWEEN |
| | BUILDINGS,SEE TABLE 600. THIS CAN'T BE |
| | ACHIEVED UNDER THIS REVIEW!!!!!!!! |
| | |
| | 3) PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | PLANS ARE TO BE SIGNED WITH A |
| | FULLSIGNATURE FROM THE ARCHETECT OF |
| | RECORD |
| | PER 481.221 WITH A MINIMUM OF FIRST AND |
| | LAST NAME AS SHOWN ON THE ARCHITECTS' |
| | LICENSE, FAC 61G1-16.003 |
| | |
| | 4) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITEY KNOWN, OR IS IN |
| | QUESTIONTHE BUILDING OFFICIAL MAY |
| | REQUIRE EXPLORATIONS, TEST OR OTHER |
| | ADEQUATE PROOF AS TO THE PERMISSIBLE |
| | SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECHNI- |
| | CAL REPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 5) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | |
| | 6) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 7)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | ****IMPACT FEES INCREASE MARCH 1,2004, |
| | APPLICATION FOR PERMIT TO NOT BE |
| | AFFECT-ED BY THIS INCREASE WILL NEED TO |
| | BE |
| | APPLIED FOR NO LATTER THAN FEBRUARY 27, |
| | 2004 AT 4:00PM***** |
| | |
| | 8) FAIR HOUSING, 1. ACCESSIBLE ROUTE, |
| | INDICATE ON THE SITE PLAN, THE |
| | ACCESSIBLE ROUTE TO ALL ELEMENTS, |
| | INCLUDING CLUBHOUSE, GAZEBOES, |
| | DUMPSTERSPOOLS, PARKING, AND TO PUBLIC |
| | TRANSPOR- TATION. |
| | 9) PROVIDE ADDITIONAL INFORMATION FOR |
| | FAIR HOUSING WHICH METHOD WILL BE USED |
| | FOR BATHROOMS TYPE A OR B. INDICATE THE |
| | LOCATIONS BACKING WILL BE REQUIRED, ETC. |
| | THE PRIMARY ENTRY DOOR OF COVERED |
| | DWELLING UNITS IS PART OF PUBLIC AND |
| | COMMON USE SPACES, THEREFORE, IT MUST |
| | BEON AN ACCESSIBLE ROUTE & BE |
| | ACCESSIBLE, I.E., MEET THE ANSI |
| | REQUIREMENTS OF |
| | 4.13 DOORS. ANSI 4.13.9 LEVER OR OTHER |
| | EASY USE DOOR HARDWARE. |
| | PRIMARY ENTRY DOORS TO COVERED |
| | UNITS MUST BE ON AN ACCESSIBLE ROUTE, |
| | THRESHOLDS AT THESE DOORS MUST BE NO |
| | HIGHER THAN 3/4" AND MUST BE BEVELED |
| | WITH A SLOPE NO GREATER THAN 1:2. |
| | ALSO PROVIDE INFORMATION ON THE |
| | HARDWAREFOR THE FRONT ENTRY DOORS. |
| | |
| | 10) SHEET A-1 NOTE 24 INDICATES VENTS |
| | REQUIRED @ 60" SEE MECH TABLE 403.3 |
| | GARAGES SEPERATE FOR EACH DWELLING, |
| | 100CFM PER VEHICLE. CORRECT GARAGE NOTE |
| | ALSO! |
| | |
| | 11) SHEET A-1 FLOOR PLAN NOTE (6) |
| | WPB AMENDMENT 2111.1.9 WATERSTOP. WHERE |
| | THE EXTERIOR WALL MASONARY UNITS BEAR |
| | ONA CONCRETE FLOOR SURFACE, A 1.5" |
| | RECESS SHALL BE PROVIDED TO MINIMIZE |
| | WATER |
| | INTRUSION INTO FINISHED AREAS. |
| | |
| | 12)FL BLD CODE 2405.2 HAZARDOUS |
| | LOCATIONPROVIDE SAFETY GLASS FOR THIS |
| | LOCATION: SHEET A-4 WINDOWS 6 & 9.SEE |
| | 2405.2.1(3) |
| | |
| | |
| | 13) SHEET A-10 TYP DETAIL 2 STORY AT |
| | GARAGE MISSING FLOOR INSULATION. |
| | |
| | 14) PLANS MAY WANT TO CLARIFY WINDERS: |
| | 1007.8.1 WINDERS SHALL HAVE A |
| | MINIMUM TREAD DEPTH OF 6" AT THE |
| | NARROW-EST EDGE & SHALL HAVE A MINIMUM |
| | TREAD |
| | DEPTH OF 11" AT A POINT 12" FROM THE |
| | NARROW EDGE. WINDERS SHALL BE PERMITTED |
| | TO BE USED AS A COMPONENT IN MEANS OF |
| | EGRESS WITHIN A DWELLING UNIT. |
| | |
| | 15) SHEET A-11 SECTION 3& 4 INDICATE |
| | USEOF SHEATHING PER SPEC? |
| | |
| | 16) SAME DETAILS ADD INFO ON THE SOFFIT |
| | WIRE LATH? IF HI-RIB IS TO BE USED SEE: |
| | 2504.2.2 INSTALLATION OF EXTERIOR |
| | LATHING AND FRAMING SHALL COMPLY WITH |
| | ASTM C-1063. |
| | |
| | 17) A-12 FALSE CHIMNEY DETAIL: NO |
| | INFORMATION ON ANCHORS NOR HOW FAR THE |
| | VERTICAL SUPPORTS GO OR FASTENED? NO |
| | DETAIL ON "S" PAGES. |
| | |
| | 18)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS |
| | B) SWING DOORS GLAZED OR SOLID |
| | C) OVERHEAD DOORS |
| | D) MULLIONS |
| | E) STORM SHUTTERS SEE CITY POLICY |
| | "LARGE PROJECT" |
| | F) ROOFING |
| | G) STRUCTURAL COMPONENTS- WOOD |
| | CONNECTORS, ANCHORS SEE RULE 9B-72 |
| | |
| | *******IMPORTANT******** |
| | 19) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, |
| | 2003ARE REQUIRED TO COMPLY WITH THE |
| | FLORIDA PRODUCT APPROVAL SYSTEM. FOR |
| | INFORMATIONPLEASE SEE THE STATE WEBSITE |
| | AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL FORM |
| | PER RULE 9B-72. SEE ATTACHMENT. |
| | |
| | 20)PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE |
| | USEDFOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | |
| | 21)FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE |
| | INSTALLATIONSCHEDULE SUMMARIZING & |
| | IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL |
| | PRES-SURE ZONES, SLAT TYPES, ETC., |
| | SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 22) SEE CITY IMPLEMENTATION STANDARD |
| | ITEM# 13"THE PRE-STORM PREPARATION |
| | PLAN"SEE ATTACHMENT.ITEM# 14 STORM SHUT- |
| | TERS NOT ALLOWED ON THE 2ND FLOOR.EITHER |
| | IMPACT RESISTANT GLAZING OR PERMANENTLY |
| | AFFIXED PROTECTION. |
| | |
| | 23)1707.4.4.2 TAPERED BUCKS: |
| | SHALL EXTEND BEYOND THE INTERIOR FACE |
| | OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS SUPPORTED. |
| | THIS IS FOR BOTH WINDOWS AND DOORS! |
| | |
| | 24) S-1 MONO SLAB REIN: |
| | FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR |
| | SUPPORTSAT SPACING NOT TO EXCEED 3 FT |
| | OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | |
| | 25)1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD |
| | LOADARE INVESTIGATED IN LOAD |
| | COMBINATIONS OF1609.4.1 OR 1609.4.2, |
| | THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE |
| | EFFECTSFROM THE LOAD COMBINATION OF THE |
| | DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE |
| | LARGESTEFFECTS. RE-EVALUATE TRUSS |
| | ANCHORSCHEDULE. USE CURRENT SIMPSON |
| | "HIGH WINDEDITION, 11/2002. |
| | UPDATE ANCHOR TYPES, HUGHES IS NO |
| | LONGER IN BUSINESS,NOW USP!NEW VALUES! |
| | |
| | 26) SHEET S-2/ S-5 BUCKETS & BRACKET |
| | DETAILS REQUIRE PRODUCT TESTING REPORTS |
| | EITHER STATEWIDE OR SITE SPECIFIC |
| | REPORT!RULE 9B-72.010(29)(G)STRUCTURAL |
| | COMPONENTS. |
| | 27) S-3 DOOR & WINDOW WIND PRESSURE |
| | CHART WITH WRONG WALL AREA ZONES 1 & 2 |
| | ARE ROOF ZONES, SHOULD READ 4 & 5 FOR |
| | THE INTERIOR AND END ZONES. |
| | |
| | 28) SHEET S4 DETAIL (1)INDICATES A |
| | GABLE END TRUSS. THERE IS NO LATERAL |
| | BRACING ON THE GABLE TRUSS. PROVIDE THE |
| | TRUSS ENGINEERING SHEETS WITH ALL LOAD- |
| | ING CASES. TRUSS ENGINEERING TO BE |
| | SIGNED AND SEALED. |
| | |
| | 29) S-3 NOTE NO MENTION OF THE TRUSS |
| | BOTTOM LIVE LOAD OF 10 LBS LIVE LOAD, |
| | TABLE 1604.1 ATTICS WITHOUT STORAGE. |
| | |
| | 30)FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". |
| | |
| | 31) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 32)301.13.1 GROUND MOUNTED A/C UNITS: |
| | GROUND-MOUNTED UNITS FOR R3 RESIDENTIAL |
| | APPLICATIONS MAY BE ANCHORED WITH # 14 |
| | SCREWS WITH GASKETED WASHERS ACCORDING |
| | TO THE FOLLOWING: |
| | 1) FOR UNITS WITH SIDES LESS THAN 12", |
| | ONE SCREW SHALL BE USED AT EACH SIDE OF |
| | THE UNIT. |
| | 2) FOR UNITS BETWEEN 12" & 24", TWO |
| | SCREWS SHALL BE USED PER SIDE. |
| | 3) FOR UNITS BETWEEN 24" & 36", THREE |
| | SCREWSSHALL BE USED PER SIDE. |
| | 4) FOR UNITS GREATER THAN 36" OR 5 TONS |
| | ANCHORAGE SHALL BE DESIGNED IN ACCOR- |
| | DANCE WITH 301.13 MECH (140 MPH). |
| | |
| | 33) GARAGE SWING DOOR NOT LISTED ON |
| | SCHEDULE, 3/4 RATING REQUIRED 411.2.6, |
| | 705.1.3.5 FIRE DOORS SHALL BE EQUIPPED |
| | WITH AN APPROVED CLOSER. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR |
| | SPECIFICATION PAGE WHERE THE CHANGES CAN |
| | BE FOUND, WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
